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IS 9307 : 2000Methods of Test for Wood-based Structural Sandwich Construction

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ASTM C393 / C393M - 21 · ASTM C297 / C297M - 16 · ASTM C273 / C273M - 18
CurrentSpecializedTesting MethodBIMMaterials Science · Wood and Other Lignocellulosic Products
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OverviewValues1InternationalTablesFAQ4Related

IS 9307:2000 is the Indian Standard (BIS) for methods of test for wood-based structural sandwich construction. This standard specifies the methods for conducting laboratory tests to determine the physical and mechanical properties of wood-based structural sandwich construction panels. It provides procedures for evaluating density, water absorption, compressive strength, tensile strength, shear strength, and flexural characteristics.

Methods of Test for Wood-based Structural Sandwich Construction

Overview

Status
Current
Usage level
Specialized
Domain
Materials Science — Wood and Other Lignocellulosic Products
Type
Testing Method
International equivalents
ASTM C393 / C393M - 21 · ASTM International, USAASTM C297 / C297M - 16 · ASTM International, USAASTM C273 / C273M - 18 · ASTM International, USAEN 14509:2013 · CEN (European Committee for Standardization), Europe
Typically used with
IS 707IS 1708IS 1734
Also on InfraLens for IS 9307
1Key values4FAQs

BIM-relevant code. See the BIM Hub for ISO 19650, IFC, and LOD/LOIN frameworks used alongside it.

Practical Notes
! Proper conditioning of test specimens as per Clause 3.2 is crucial for obtaining accurate and comparable results.
! The test methods are intended for material characterization and quality control, not for testing full-scale assembled structures.
! The orientation of the specimen with respect to the panel's grain or manufacturing direction can significantly affect test results and must be recorded.
Frequently referenced clauses
Cl. 4Determination of DensityCl. 5Determination of Water Absorption and Swelling in ThicknessCl. 7Compression TestCl. 8Shear TestCl. 9Bending Test (Flexure)Cl. 10Impact Resistance Test
Pulled from IS 9307:2000. Browse the full clause & table index below in Tables & Referenced Sections.
woodwood-based panelssandwich panelsplywoodcompositesadhesivescore materials

International Equivalents

Similar International Standards
ASTM C393 / C393M - 21ASTM International, USA
HighCurrent
Standard Test Method for Core Shear Properties of Sandwich Constructions by Beam Flexure
Covers the determination of core shear properties, directly equivalent to the bending/flexure test in IS 9307.
ASTM C297 / C297M - 16ASTM International, USA
HighCurrent
Standard Test Method for Flatwise Tensile Strength of Sandwich Constructions
Covers the flatwise tension test, which is one of the key mechanical tests detailed in IS 9307.
ASTM C273 / C273M - 18ASTM International, USA
HighCurrent
Standard Test Method for Shear Properties of Sandwich Core Materials
Provides methods for determining shear properties of the core, equivalent to the plate shear test in IS 9307.
EN 14509:2013CEN (European Committee for Standardization), Europe
MediumCurrent
Self-supporting double skin metal faced insulating panels (sandwich panels) - Factory made products - Specifications
A product specification standard that references and describes test methods similar to those in IS 9307 for product qualification.
Key Differences
≠IS 9307 is a single, consolidated standard covering multiple tests (flexure, tension, compression, shear, etc.), whereas ASTM standards are typically separated into individual documents for each specific test property (e.g., ASTM C297 for tension, ASTM C393 for flexure).
≠Standard atmospheric conditions for specimen conditioning differ. IS 9307 specifies 27 ± 2 °C and 65 ± 5% relative humidity, while the common ASTM condition is 23 ± 3 °C and 50 ± 10% RH, which can impact results for moisture-sensitive wood-based materials.
≠The method of specifying the loading rate can differ. For flatwise tension, IS 9307 specifies a rate such that failure occurs in 3 to 6 minutes, which is performance-based. ASTM C297 specifies a prescriptive constant crosshead speed of 0.5 mm/min.
≠IS 9307 is specifically titled for 'Wood-based' structural sandwich construction, implying its focus. ASTM standards are generally material-agnostic ('Sandwich Constructions') and are broadly applied to composites, polymers, and metals in addition to wood.
Key Similarities
≈The fundamental mechanical principles behind the tests, such as inducing specific stress states like flatwise tension, core shear, or flexural stress, are identical across IS 9307 and its international counterparts.
≈The physical test setups and geometries are conceptually the same. For instance, the flatwise tension test in both IS 9307 and ASTM C297 involves bonding loading blocks to the faces of a square specimen and applying a tensile load perpendicular to the faces.
≈The primary objective is the same: to determine the key physical and mechanical properties of the sandwich construction, such as core shear strength, flatwise tensile strength, and flexural stiffness, for use in design and quality control.
≈All standards require comprehensive reporting of test parameters, specimen details, failure modes, and calculated results to ensure the test is repeatable and the data is interpretable.
Parameter Comparison
ParameterIS ValueInternationalSource
Standard Conditioning Temperature27 ± 2 °C23 ± 3 °C (73.4 ± 5.4 °F)ASTM C297/C297M - 16
Standard Conditioning Humidity65 ± 5 % RH50 ± 10 % RHASTM C297/C297M - 16
Flatwise Tension Specimen Size50 x 50 mm or 100 x 100 mmTypically 50 x 50 mm (2.0 x 2.0 in), but not less than 25 x 25 mm.ASTM C297/C297M - 16
Flatwise Tension Loading RateRate to achieve failure in 3 to 6 minutes0.5 mm/min (0.020 in./min)ASTM C297/C297M - 16
Core Shear Test Specimen Length (Plate Shear)Length shall be 12 times the core thicknessLength shall be at least 12 times the thicknessASTM C273/C273M - 18
Flexure Test Loading (for Core Shear)Three-point loadingThree-point or Four-point loading (both are described)ASTM C393/C393M - 21
Flatwise Compression Specimen AreaMinimum 2500 mm²Preferably 2500 to 5800 mm² (4.0 to 9.0 in²)ASTM C365/C365M - 16
⚠ Verify details from original standards before use

Key Values1

Quick Reference Values
Conditioning of test specimensConditioned to constant mass in an atmosphere of 65 ± 5% relative humidity and 27 ± 2°C temperature
Key Formulas
Bending Strength (σ) = (P_max * L) / (4 * Z) — For three-point bending test
Apparent Modulus of Elasticity (E) = (P * L³) / (4 * b * h³ * y) — From bending test
Shear Strength (τ) = P_max / A — Force per unit area in shear test

Tables & Referenced Sections

Key Tables
No tables data
Key Clauses
Clause 4 - Determination of Density
Clause 5 - Determination of Water Absorption and Swelling in Thickness
Clause 7 - Compression Test
Clause 8 - Shear Test
Clause 9 - Bending Test (Flexure)
Clause 10 - Impact Resistance Test

Related Resources on InfraLens

Cross-Referenced Codes
IS 707:2011Timber Technology And Utilization of Wood, Ba...
→
IS 1708:2014Methods of Testing Small Clear Specimens of T...
→
IS 1734:2000Methods of test for plywood
→

Frequently Asked Questions4

What are the main properties tested by this standard?+
The standard covers tests for density, water absorption, swelling, tension, compression, shear, bending (flexure), and impact resistance.
Does this code provide acceptable material property values?+
No, this is a 'Methods of Test' standard. It only describes how to perform the tests to find the values; it does not provide pass/fail criteria or design values.
What is a structural sandwich panel as per this code?+
It's a layered composite made of a lightweight core material sandwiched between two thin, strong outer facings (skins), typically wood-based.
What is the standard conditioning for test specimens?+
Specimens must be conditioned to a constant mass in an atmosphere of 65 ± 5 percent relative humidity and at a temperature of 27 ± 2°C (Clause 3.2).

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